Therefore the sliding stability of dam base along weak interlayer is concerned.
因此坝基沿软弱夹层结构面的抗滑稳定性为人们所关注。
According to the theory for stability of motion, the failure of arch dam along the base is regarded as the problem of stability at extreme state of motion.
本文从运动稳定性的理论出发，认为拱坝沿建基面的强度破坏实质上是稳定性问题，属于极值点失稳。
Base stability analysis is very important in the design and analysis of arch dam.
拱坝坝基稳定问题一直是拱坝设计和分析中关注的重要课题。
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